Ultra-weak FBG sensing for identification and analysis of plastic zone of soil caused by supported excavation-Reference-Cited by-同舟云学术

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Ultra-weak FBG sensing for identification and analysis of plastic zone of soil caused by supported excavation

Published:2023-05 Issue: Volume:317 Page:107061
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Han Heming,Shi Bin,Yang Yaowen,Zhang Cheng-Cheng,Zhang Lei,Wei Guangqing

Funder

NSFC

China Scholarship Council

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay;Acikgoz;Géotechnique,2022

2. Analysis of arching in soil-passive state;Dalvi;Indian Geotech. J.,2012

3. A study of failure mechanisms of deep excavations in soft clay using the finite element method;Do;Comput. Geotech.,2016

4. Strain transfer in surface-bonded optical fiber sensors;Falcetelli;Sensors,2020

5. Observed Performance of a Sheetpile-Supported Excavation in Chicago Clays;Finno;J. Geotech. Geoenviron.,2019

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1. DFOS Technology in Geoengineering Monitoring in the Past 35 Years: A Bibliometric Analysis;Sensors;2024-08-04

2. Structural Detection and Stability Monitoring of Deep Strata on a Slope Using High-Density Resistivity Method and FBG Strain Sensors;Applied Sciences;2024-04-12

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